CMRDP - OSTP_2

Earthwork excavation in all classes ofs oils except hard rock requiring blasting and depositing on bank with all lead sand lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for Boxing as per clause 111, 112, 301 to 305, 900 of MORTH Vth Revision

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 401, 406 & 900 of of MORTH Rev-5 (Grading - V)

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 401, 406 & 900 of of MORTH Rev-5 (Grading - III)

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250 mm thick, including pre-mixing the materials with water at OMC in mechanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/Base course on well-prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 406 & 900 of MORTH Rev-5.

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 502 & 900 of MORTH Rev-5

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per 111, 112, 501, 503 & 900 of MORTH Vth Revision

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 503 & 900 of MORTH Rev-5.

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing, laying 75 mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50–13.20 mm, 0.35 cum of 13.20–2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG-40 grade bitumen for premixing per 10 sqm, including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant (20–30 ton capacity), conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75 mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density, etc., including labour for attending to paver to site, etc., including hire and fuel charges for 20–30 T CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges, etc., complete as per specification using CMP as per Clause 111, 112, 501, 505 & 900 of MORTH Rev-5. (Grading-I)

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 505 & 900 of MORTH Rev-5. (Grading-II)

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing, laying 50 mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20 mm, 0.43 cum of 13.20-2.36 mm and 0.08 cum of 2.36 mm & below size IRC metal with 37 Kgs of VG40 Grade bitumen for pre-mixing per 10 sqm, including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and consolidating by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 504 & 900 of MORTH Rev-5 - Grading II (Table 500-7)

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 507 & 900 of MORTH Rev-5 (Grading-II)

Widening from Two Lane with Paved Shoulder to Four Lane and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road including CD Works, Construction of Retaining Wall, Construction of Drain, and Providing Centre Median

Providing and laying Bituminous Concrete to 30/ 40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross-sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 507 & 900 of MORTH Rev-5 (Grading-II)

10.Providing Junction Improvements for work of Widening and Strengthening at km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Dismantling Plain Cement Concrete and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges.,complete as per clause 202 of MORTH Vth Revision.

1.Reconstruction of Box Culvert at Km 61/2 & 61/6 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing pipe culvert

3.Widening of Box Culvert at Km 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing Slab culvert

7.Construction of Box Culvert at branch road of km 62/4,62/6, 63/4, 63/6, 63/10, 64/6,64/8 & 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Dismantling Reinforced Cement Concrete and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges.,complete as per clause 202 of MORTH Vth Revision.

4.Construction of Drain at Km 65/2-65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for foundation of culvert, Drain and Retaining Wall as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Rev-5.

1.Reconstruction of Box Culvert at Km 61/2 & 61/6 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing pipe culvert

2.Construction of Box Culvert at Km 62/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

3.Widening of Box Culvert at Km 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing Slab culvert

4.Construction of Drain at Km 65/2-65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

5.Construction of Retaining Wall at km 61/2-61/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

6.Construction of Protective wall at km 64/6 of Omalur – Sankari – Tiruchengode - Paramathi Road

7.Construction of Box Culvert at branch road of km 62/4,62/6, 63/4, 63/6, 63/10, 64/6,64/8 & 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Levelling course below the drain bottom slab as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Rev-5.

4.Construction of Drain at Km 65/2-65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Vibrated Cement Concrete M15 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Levelling course of culvert and Retaining Wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Rev-5.

1.Reconstruction of Box Culvert at Km 61/2 & 61/6 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing pipe culvert

2.Construction of Box Culvert at Km 62/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

3.Widening of Box Culvert at Km 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing Slab culvert

5.Construction of Retaining Wall at km 61/2-61/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

6.Construction of Protective wall at km 64/6 of Omalur – Sankari – Tiruchengode - Paramathi Road

7.Construction of Box Culvert at branch road of km 62/4,62/6, 63/4, 63/6, 63/10, 64/6,64/8 & 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Vibrated Reinforced cement concrete M25 (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting, curing, including all incidental charges etc., complete for Box Culvert and drain as per clause 900, 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision

1.Reconstruction of Box Culvert at Km 61/2 & 61/6 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing pipe culvert

2.Construction of Box Culvert at Km 62/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

3.Widening of Box Culvert at Km 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing Slab culvert

4.Construction of Drain at Km 65/2-65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

7.Construction of Box Culvert at branch road of km 62/4,62/6, 63/4, 63/6, 63/10, 64/6,64/8 & 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Culvert wing wall, Retaining Wall, Parapet as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Rev-5.

1.Reconstruction of Box Culvert at Km 61/2 & 61/6 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing pipe culvert

2.Construction of Box Culvert at Km 62/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

3.Widening of Box Culvert at Km 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing Slab culvert

5.Construction of Retaining Wall at km 61/2-61/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

6.Construction of Protective wall at km 64/6 of Omalur – Sankari – Tiruchengode - Paramathi Road

7.Construction of Box Culvert at branch road of km 62/4,62/6, 63/4, 63/6, 63/10, 64/6,64/8 & 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Supply and fabrication of Steel Grade Fe 500/Fe500D/Fe 550/ Fe 550D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification as per clause 900, 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision

1.Reconstruction of Box Culvert at Km 61/2 & 61/6 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing pipe culvert

2.Construction of Box Culvert at Km 62/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

3.Widening of Box Culvert at Km 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing Slab culvert

4.Construction of Drain at Km 65/2-65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

7.Construction of Box Culvert at branch road of km 62/4,62/6, 63/4, 63/6, 63/10, 64/6,64/8 & 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013)

1.Reconstruction of Box Culvert at Km 61/2 & 61/6 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing pipe culvert

2.Construction of Box Culvert at Km 62/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

3.Widening of Box Culvert at Km 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing Slab culvert

7.Construction of Box Culvert at branch road of km 62/4,62/6, 63/4, 63/6, 63/10, 64/6,64/8 & 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

1.Reconstruction of Box Culvert at Km 61/2 & 61/6 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing pipe culvert

2.Construction of Box Culvert at Km 62/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

3.Widening of Box Culvert at Km 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing Slab culvert

7.Construction of Box Culvert at branch road of km 62/4,62/6, 63/4, 63/6, 63/10, 64/6,64/8 & 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to culvert the backfill in between abutment and wings

1.Reconstruction of Box Culvert at Km 61/2 & 61/6 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing pipe culvert

2.Construction of Box Culvert at Km 62/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

3.Widening of Box Culvert at Km 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road in lieu of existing Slab culvert

5.Construction of Retaining Wall at km 61/2-61/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

6.Construction of Protective wall at km 64/6 of Omalur – Sankari – Tiruchengode - Paramathi Road

7.Construction of Box Culvert at branch road of km 62/4,62/6, 63/4, 63/6, 63/10, 64/6,64/8 & 65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and fixing of M.S.grating 300x200 mm size with M.S.Flats of 25x10mm of outer frames, 20x10 mm of inner braces with mild steel grating and fixing them in position

4.Construction of Drain at Km 65/2-65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Supplying and fixing of Reinforced Cement Concrete Manhole cover 750mm x 750mm with frames as per IRC 50 -1979 as directed by the Departmental officers including labour charges for fixing at every intervals of 5m along the drain including all other incidental charges etc., complete

4.Construction of Drain at Km 65/2-65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

Filling inbetween drain, Retaining wall and Protective wall and Road with gritty gravel including cost and conveyence to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get themaximum density and all other incidental charges etc., complete as per MORTH Vth Revision Specifications No. 304, 2907

4.Construction of Drain at Km 65/2-65/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

5.Construction of Retaining Wall at km 61/2-61/4 of Omalur – Sankari – Tiruchengode - Paramathi Road

6.Construction of Protective wall at km 64/6 of Omalur – Sankari – Tiruchengode - Paramathi Road

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification.

8.Construction of Center Median at 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing Barrier Type Kerb for median / island susing vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12 mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to work site, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.

8.Construction of Center Median at 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Filling inbetween median with carted earth including cost and conveyence to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get themaximum density and all other incidental charges etc., complete as per MORTH Vth Revision Specifications No. 304, 2907

8.Construction of Center Median at 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing VRCC (M25 mix) using 20mm ISS HBG Metal Center median of Size 0.610m at bottom 0.250m at middle 0.150m at top and height of 0.860m from the road level including cost and conveyance of all materials to work site and providing form work for shuttering on both sides and chambered edged at top including cost of steel reinforcement as per the bar bending rendering smoothness over the CC surfaces with 10kg of cement for 10sqm area and painting two coats over the cc surfaces with best approved quality of synthetic enamel paint including primer etc,. including all labours charges, hire and fuel charges for the tools and palnts employed and asper the drawings appended here with and as directred by the departmental officers etc,. complete.

8.Construction of Center Median at 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35 The finished surface to be level, uniform and free from streaks and holes etc., complete (As per MORTH & H Specification No.803)

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and fixing reflective road studs of ‘categoryA’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 (+/-) 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRT&H circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 (+/-) 2mm and height not less than 30 (+/-) 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) ( For Sign having area more than 0.90 sqm(Type-IV) )

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and erecting of Retro - Reflector›sed Cautionary, Maridatory and Informatory signs {without definition board} made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. 10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in Charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67- 2012. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 ( as per MORT&H Specification No.801)

9.Providing and fixing of road furnitures and road marking at Km 60/8-66/0 (90 cm equilateral triangle)

9.Providing and fixing of road furnitures and road marking at Km 60/8-66/0 (60 cm x 45 cm rectangular)

Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification as per IRC 67:2012 ( as per MORT&H Specification No.801)

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification IRC 67:2012 ( as per MORT&H Specification No.801)

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and fixing of Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2022 and ASTM D 4956 – 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images/ logos/ text and laminated with clear electro- cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel ‘L’ angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete of size 450x450x1100mm including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% coefficient of Retro-reflection values as per table 6.90 of IRC 67-2022. The retro- reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2022. The warranty shall be inclusive of digitally printed images/ logos/ test/ legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification no.801) of Size – 3.64m x 2.42m

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67 - 2022 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC 67 – 2022. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for fiel performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2022 (As per MoRT&H specification No.801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Providing and fixing of Digitally Printed Retro Reflectorized Overhead Gantry Informatory sign Board made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67 - 2022 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retroreflection values against the values as mentioned in Table 6.9 of IRC 67 – 2022. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2022 (As per MoRT&H specification No.801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. of size 12.00 m X 1.8 m

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete

9.Providing Road furnitures at Km 60/8-66/0 of Omalur – Sankari – Tiruchengode - Paramathi Road

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